Loading...
HomeMy WebLinkAboutzW-4015SetW, N CN 0 9391 4+45 0 0 0 00 �I �1 I 0 0 307 I 445 440 435 430 3 0 425 it ca Lo 420 14+45 LOT 3 DRAINAGE NOTE: LOT 3 ROOF DRAINAGE TO BE SPLIT EQUALLY BETWEEN INFILTRATION TRENCH AND DRYWELL. PRIVATE 7 LF 8" DI 0 0.6% 042305-9392 042305-9393 PRIVATE CB#6, TYPE 1 STA:13+30.56, 5.22' RT PROPOSED RIM=438.7f PERMEABLE IE=435.35, 8" (SE) DRIVEWAY LIE=435.30 STUB 659 S.F. PVC MIN. 436 14+00 - PRIVATE 38 LF 8" VERTICAL CROSS (MJxFL) 8" DI 0 0.5% PER STD PLAN NO. 300.6 OAND 8" CAP W/2" B.O. ASSEMBL Y 10' PRIVATE S TOf M AND THRUST BLOCK DRAINAGE EASEME O EMERGENCY .' II OVERFLOW 8" IE=438f LOT 3 CLEANOUT PER C.O.R. STD. PLAN 8 81E 226.0 ON SHEET FF=437.0 E O 7 (TYP) EMERGENCY PRIVATE 5 LF 8" OVERFLOW DI 0 50.0% 8" IE=435.00 PRIVATE 32 LF 8" DI 0 0.5% PRIVATE 8 LF 8" 10' PRIVATE STORM DI 0 5.88% DRAINAGE EASEMENT - 5' - 436 - - PRIVATE CB14, TYPE 1 - - - RIM=436.00 PRIVATE 94 LF IE=434.53, 8" (N,W,E) 8" DI 00.5% PRIVATE 5 LF 8 DI 0 0.6% RIPRAP PAD _ 8'x7z1' 042305TR-A IE=434.50 SEE DETAIL SHEET 9 042305-9394 END CEMENT CONC. CURB STA:13+25.58, 6.00' RT PRIVATE CB17, TYPE 1 STA:13+23+53, 5.22' RT (W) RIM=438.81 IE=435.39, 8" i N88°19'30"W 405.66' EXIST SSMH x CB T-1� RIM=445.59' RIM-445.86' CENTER OF 8" CONC. � IE (N.) 12" CMP-440.66' CHANNEL (N. & S.)=432.19' Q IE (S.) 12" CMP=440.66' Z 0 N 0 5 10 20 0 DRIVEWAY, ASSOCIATED UTILITIES &THE END SIDEWALK TO I 3 TRANSITION TO KEYNOTES: SCALE 1 " = 20' PUBLIC STREET FRONTAGE. EXISTING SIDEWALK AVOID GRADING ON ADJACENT PROPERTY o AO CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION 042305-9395 BEGIN CEMENT CONC. CURB CEMENT CONC. CURB 042305-9267 S A 10+21.78 © EXISTING J" WATER SERVICE AND METER TO BE ABANDONED AT MAIN STA:10+39.08, 6.00' RT CFSET 10.00' RT d o LINE (BY CITY) UNLESS IT IS RE -USED FOR IRRIGATION A DCVA IS CLEANOUT AND 2'x2x1' REQUIRED AND SHOULD BE LOCATED ON PRIVATE PROPERTY CONCRETE PAD PER PRIVATE CB#3, TYPE 1 PRIVATE CB#2, TYPE IL C4 CON5TRUCT CONCRETE DOWNSTREAM OF THE WATER METER. r C.O.R. STD. PLAN 403.1 STA:11 + 15.43, 5.22' RT W/SOLID LID DRIVEWAY PER C.O.R. ON SHEET 8 (TYP) RIM=441.19 STA:10+44.22, 5.22' RT STD.I PLAN 104.2 ©CUT AND CAP EXISTING "SERVICE AT MAIN LINE (BY CITY). CEMENT CONC. HP 441.45 IE=438.36, 12" (E) RIM=442.60 CURB (TYP) IE=437.26, 12" (SW) SSMH#1 P STA:10+00.01, 1.00' RT OD INFILTRATION TRENCH SYSTEM TO BE CONSTRUCTED UNDER SINGLE RIM=443.38 FAMILY BUILDING PERMIT PER DETAIL SHEET 6 ALL IMPERVIOUS TO BE 285 50' s Cf' IE=431.69, 8" (N,S) ROUTED TO TRENCH (TYP). NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON 13+00 da . 20' 12+00 ° S881 16 440.68 95 9 30"E .27' 440 STA:13+12.83, 1.0' RT 173 LF 8" J RIM=439.20 I CLASS 53 DI WM L2 4 IE=434.67, 8" (E) " WATER L Li OH I IE=434.84, 6" (W) 1 FOR LOT 2R PER VICE 441.20 C.O.R. STD. PLAN SEWER STUB O 1" WATER SERVICE 441.90 �•- o ' 2 W 320.1 (TYP) STA: 12+ 15 o0 c� FOR LOT 3 PER 6" IE=434.00 D � C.O.R. STD. PLAN LOT 2 18 LF 6" PVC 442.01 ; F- 320.1 TYP / ( ) 0 2.00% MIN. o .i U Z 7,789 SF �I. 00 E PER C.O.R. STD �- O FF=440.0 u . O of PLAN 406.1 (TYP) 2D No / k PRIVATE CB15A, TYPE 1 - S88'19'30'E ^ RIM=439.0f a' I IE=435.16, 8" (N,W,E) d 10.00' 10.00' / a EMERGENCY ° .442.09 -j OVERFLOW a ° . 8" IE=438.00 0 0 438-- �' 0Ln 0 N b PRIVATE 11 LF 8" - - - `n DI 0 28.3% PROPOSPERMEABLE S88'19'30"E 405.76' S°� PRIVATE CB#5, TYPE 1 DRIVEWAY J RIM=437.7E 697 S.F. IE=435.00, 8" (N,W,E) 042305-9422 042305-9421 042305-9420 SOIL AMENDMENT NOTE: ALL AREA OUTSIDE OF BUILDING FOOTPRINT TO HAVE AMENDED SOIL PER C.O.R. STD PLAN 264 ON SHEET 8, SEE APPENDIX C2.13 OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL FOR SOIL AMENDMENT DESIGN GUIDELINES. RETAINED TREE NOTE.' ARBORIST IS TO BE PRESENT ON SITE DURING CONSTRUCTION OF THE SHARED 313 LF PVC 0 1.0% ; : • ; : PRIVATE 69 . 441.65 : 11.+00 J TL8 al cti 441.92 SEW R STU - - _ 1710 P TE 63FIRE HYDRANT ASSEMBLYA: f0+6PER C.O.R. STD. PLAN 310.16" I =435WATER "441.95 20 F 6 VC • , STA:11 +50.02, 17.92' LT EASEMENT ®14.17 8 x6" TEE (MJxFL) PROPOSEDa LU - 442.01 6" GATE VALVE (FLxMJ) PERMEABLE c=� W/THRUST BLOCKING 1DRII DRIVEWAY da iY z LOT 1F. a e, O x 1= 8,051 SF a �/ FF=442.0 1" WATER SERVICE x a - 442.09 FOR LOT 1 PER a a 99 C.O.R. STD. PLAN EMERGENCY a d a / 320.1 (TYP) OVERFLOW 8" IE=440.00 PRIVATE 6 LF 8" CCP 0 5.0% 10' LANDSCAPE & PRIVATE DRAINAGE EASEMENT PRIVATE CB# 1, TYPE 1 L 042305-9419 W/SOLID LID & INSIDE DROP STRUCTURE STA:10+43.56, 57.75' LT RIM=442.Of 042305-9077 IE=436.25, 12" (N,SE) IE=439.70, 8" (W) PRIVATE 26 LF 12" CCP 0 1.5% CENTER OF CHANNEL A 30. IE=431.54, 8" (W) OE AREA DRAIN TO FG PROVIDE DOWN TURNED ELBOW IN PAVED AREAS. J/ CONNECT TO O PROPOSED MAILBOX LOCATION. - - - - EX. 12 DI WATERMAIN IN ACCORDANCE WITH CITY © EXISTING MAILBOXES TO BE RELOCATED, COORDINATE WITH POSTMASTER as 9s, OF RENTON REQUIREMENTS O A STA:9+80.06, 9.00' LT H 10'0 x 5' DEEP INFILTRATION DRYWELL PER DETAIL ON SHEET 9. DO NOT L - - 12 z8" TAPPING TEE MJxFL O ( ) CONNECT FOOTING DRAINS. Q �\ _ _ 8" TAPPING VALVE (FLxMJ) L/OK �oq o W/THRUST BLOCKING O CONTRACTOR TO POTHOLE AND VERIFY ELEVATION OF EXISTING 36" SPU L� o I\ PER C.O.R. STD. PLAN 300.1 WATER LINE PRIOR TO INSTALLATION OF NEW 8" SEWER MAIN. t 6 ay CONTRACTOR TO SUPPORT EXISTING PIPE PER PIPE SUPPORT PLAN ON D oo A SHEET 10. CALL KATHI ILLMAN OF SPU (206) 684-3933 PRIOR TO ANY 00o N WORK NEAR WATERLINE INCLUDING POTHOLING. CL,o SAWCUT EXISTING PAVEMENT FOR o `" yA WATER AND SEWER CONNECTIONS O 6" THICK 4'X4' ETHAFOAM PAD TO BE PLACED BETWEEN SPU WATER 0 4, \ AND RESTORE PAVEMENT AND Ln 00 q o MAIN AND PROPOSED 8" WATER LINE, CENTERED ON CROSSING. I o w � FOGLINE PER C.O.R. STANDARDS ` or�^lir°Ji�� oy a O AREA OF TRENCH WITH LESS THAN 3' OF COVER TO BE BACKFILLED z�J _ oo WITH CDF. z B � 1i, vs CB T-2 °p RIM-440.97' (, -IE (S.) 18" CMP=435.37' ^ 0� IE (N.) 12" CMP=435.87' C4 NEW 12" IE=435.87 w a CORE. DRILL OPENING & sP P-ROTE WATER TIGHT SEAL { a 20' PRIVATE ACCESS / UTILITY EASEMENT { CB T-1 16' ACCESS s RIM=441.03' z F- IE (N.) 12" CMP=437.48' 6' g Q s ,< IE (S.) 12" CMP=437,48' CURB & GUTTER z o IE (E.) 6" PVC=438.03' Q U TO MATCH EXISTINGW 2% (TYP) Q END CEMENT CONC. CURB, .. MATCH EXISTING zo o \:.-.:: i o � STA 10+21.89 \� , SIDEWALK & RESTORE PLANTER z OFFSET 70.15'LT a SUBGRADE POROUS ASPHALT OR CEMENT CONCRETE PERVIOUS CONCRETE a s a CURB PER C.O.R. STD. PLAN 101 PER C.O.R. STD. PLAN 261.10 . ea EXIST. SSMH SHARED DRIVEWAYACCESS SECTION ( 1r RIM=439.90' N.T.S. CENTER OF 8" CONC. CHANNEL CL N S & W -430 75' AREA TO BE RI10=440.97 40' R/W FILLED WICDF IE(S)18"CMP=435.37 PRIVATE CB 2, TYPE IL IE(N)12 "CMP=435.87 R W/SOLID LID NEW 12" DE 10' STA:10+44.22, 5.22' RT o o f IE=435.87 z I DEDICATION 8 22' RIM=442.60 �= � CORE DRILL W OPENING & PLANTER y EXISTING PAVEMENT LVC=30.00 LVC=30.00 IE=437.26, 12" (S,W) PVI:11 +45.84 EL:441.54 FPV/:11+10.43 EL:441.1 � PRIVATE 63 LF 12" CPP 0 1.6% °' � V! o o W nI o I bI I ^ PROVIDE WATER ¢ z TIGHT SEAL o 1 �I 8' SIDEWALK CONNECT TO EX. 12" DI 1.5�_9A 0. 5' SA WCUT EXIST. PAVEMENT MATCH EXIST. SECTION ON UNION AVE. NE W W co + 1� • N + �r + - v- - X. 36" WM J � U z W EX. GRADE AT C/L _ �r - d `- PRIVATE CB16, J PE 1 I a 8" CA W/ 2" B.O. ACT A ACCESS J • J •• Ll, W W U '• J U W Cz RT Ct I o ASSEMBLY AND THRUST m TA:13+30.56 5.22' W RIM= 8.7E Ct BLOCK NG _, IE=435.35, 8 (SE) a W �- 1.00% � I PROPOSED.GRADE AT 3' MIN PRIVATE 69 L 12" DI ® 1.6% 6" THICK s� rHICK a 173 LF " CLASS 53 C/L TRACT A ACCESS + AM PAD I a 1 WATERMAIN 0 CLEARANCE 17C LF 8"7- 6 LF 1.2. CLAS 53 DI T 0 4.6s, DI SEWER STUB WA RMAIN 6" IE=435.30 p 5 LF 6" PVC PRIVATE 313 LF 8 PVC ® 1.0. U 2.00% MIN. SEWER STUB PRIVATE CB 3, TYP 1 SEWERSTUB SSMH12 STA: 12+ 15 IRE HYDRANT AS MBLY ST RT STA: 10+65 • 11 + 15.43, 4.5' PRIVATE 8" D 7 LF I ST4:13+1 RIM=4 IE=434.6 .45, 3.34' LT 6" IE=433.69 PER C.O.R. STD. PLAN 310.1 RIM=441.19 IE=438.36 8" 6" IE= 432.19 SSMH 1 ® 0.6% 8" (E) A:11 +50.02 17. " 2' LT E) PRIVATE CB17, TYPE 1 IE=434.8 , , 6" (W) 8 x 6 TAPPING TEE TAPPING VALVE xFL) MJ) PRIVATE W CB 1, TYPE 1L STA:9+99.64, 3. OLIO LID & STA:13+23+ 5.22 RT W/THRUST BL CKING INSIDE DROP STRUCTVRE RIM=443.38 RIM=438.81 STA:10+43.56, 57.75 LT IE=431.69, 8 IE=43 .39, 8" (W) RI-442.Ot CENTER OF CHA CENTER _ IE=436.25 IE=439.70, " 12 N S IE 4, 8" (W) O) eF• 01 O t0 o ._ o. °� ^ �� 00 o� n� . O : N N ._ �� �I�. �� . ��. ►'� •- o �� N� O . N o� O O) rj � Leh `� ` s} � e� 10 c aN} �t � cD V w� � eF •t . �; =� � W� W� w� LLJ�; w� w� 7 � w� eZ w� iF . � �; w� V � w� eF CD w� � w�LLJ V 14+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 " IssaQuah, WA 98027 • Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • Cle Flum, WA 98922 " Phone: (509) 674-7433 " Fax: (509) 674-7419 13+00 12+00 11+00 TRACT A ACCESS HORIZ. 1 "=20' VERT. 1 "=5' 7 REVISED PER SPU COMMENTS NEM 8105119 NEM 0L1 E. MSC 6 ADDED SPU PIPE SUPPORT PLAN NEM 6110119 NEM was� 5 REVISED PER CITY COMMENTS DATED 4111119 NEM 617119 NEM suRvEYED: SCALE., VERTICAL: NAVD 1988 4 REVISED PER CITY COMMENTS DATED 3122119 NEM 3127119 NEM SDM „ HORIZONTAL: NAD 198311991 1 - 20, v 3 REVISED PER CITY COMMENTS DATED 211119 NEM 316119 DESIGNED: NEM NEM 2 REVISED PER CITY COMMENTS DATED 8110118 NEM 211971 NEM DRAWN. LFM 39897 f�� �EGIST 1 REVISED PER CITY COMMENTS DATED 7130118 NEM 9121118 NEM CHECKED: ONE INCH DATU M SG� �SSIONAL AT FULL SCALE NEM IF NOT ONE INCH 8105/19 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CJA 445 WATERMAIN IN ACCORDANCE 2% WITH CITY OF RENTON REQUIREMENTS STA' 9+80.06 9.00 LT " " 6" HMA CLASS 12 x8 TAPPING TEE (MJxFL) 1/2" 64-22 8 TAPPING VALVE (FLxMJ) CEMENT CONCRETE W/THRUST BLOCKING L SIDEWALK PER 6" CRUSHED SURFACING 440 PER C.O.R. STD. PLAN 300.1 C.O.R. STD. PLAN TOP COURSE )411 102 ADDITIONAL STRUCTURAL FILL MAY BE 435 M1, 4' LT ,S NEL W 425 rn rn d- 420 10+00 9+80 Cl T Y OF RENTON Planning/Building/Public Works Dept. TYF REQUIRED DEPENDING ON SOIL CONDITIONS CEMENT CONCRETE CURB PER C.O.R. STD. PLAN 101 _ (2) STREET TREES REQUIRED ICAL SECTION UNION AVE. NE N. T. S. S-401501 W401501 R-401505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J WASTEWATER UTILITY Avmr& SURFACE WATER UTILITY Cl- ,{j jfarah 04/12/2019 dchristen 04/09/2019 :1 O DEVELOPMENT ENGINEERING WATER UTILITY jchavez 08/12/2019 agafour 08/09/2019 :0:1 DATE: HU YNH SHORT PLA T 8105119 Z LUA 17- 000855 FIELDBOOK: N/A PAGE., NIA DRAWING N0: GRADING / UTILITY / DRAINAGE 17597 PLAN & PROFILE SHEET 5' 10 9391 8 �I PI T307 INS M 430 AM 425 LOT 3 DRAINAGENOTE LOT J ROOF DRAINAGE N BE SLIT EQUALLY BETWEEN INRLMARON TRENCH AND DRYWELE 042305-9392 PROPOSED PERWABE DRNEWAY� L_J 11 IF 6" 0 200A' Am--- - - 11+00 - / PRIVATE 37.6 IF I 10' PRIVATE S SEM DRAINAGE EAENERGENCY O OWFRRgY LOT 3 B' R:-4JB:E 'P C1EANOLR PER 8,817 SFC.O.B. SR" RAN' FT.4J7.0 226.0 ON SHEET 7 MT) EMERGENCY PRVATE 5 IF PRIVATE 7 LF 80 01 0 12A 042305-9394 Rr fNO CEMENT COW. CLAW Sr-13+2S58, S00' W 2S PRIVATE CB/T, RPE I I� STAID+24.0Z S22' Ri r R81M. 7 am M .44 / 8" E+4JS.00 PRIVATE J23 IF e•a35Le I PPoVATE B LF 8' 10' PRIVATE STORM I �a O S.BBW -----L--------; DRAINAGE EASEMENT E. S2 B• (111 AR A LF E-A3Au B• (W,0 O OS _MAT 5 LF 8" a IBPRIP PAD 0423051R-A 8'X7k1' THESE PLANS ARE "AS -BUILT' AND THE INFORMARLR4 SHOWN ACCURA TEL REFlECiS E)('SIT FIELD CON ONS AS OF N15 D :: FEB�U Y 4, 202IY 4, 2021 iZ-5-215- 4 SHE D. WCAWEY PCs 42676 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON RETAINED TREE NOTE: ARBORIST IS TO BE PRESENT ON SITE EXIST SSMH C8 T-1 RIM=44559' RIM=445.86 CENTER OF 6" CONG IE (NJ 12" CMP =44066'� CHANNEL (N. & S)=432.19" Ic (S) 12" CMP =44066' DURING CONSSOCIA CW UT ME SHARED EtSEMflB OITY B DRIVEWAY, STREET RMT UTILITIES k THE ALWCENT PROPERLY '7 IX,mRC AOflITINNI rowux PUBLIC STREET FRONTAGE pWNEIT FOR SIDEIAK ESM7 If 042305-9395 BECa CEMENT C'dM CURB CFAIE1 21 78 CURB 042305-9287 OFFSET 1p+21.78 SfAfo+J9.08, B00' M OFiSET 1p.00' ITT CLEAAtlIR AID 2'x2'xI' PRNAIE ZZ TYPE IL n T CONCRETE PAC PFR PRIVATE CB/S TYPE 1 GQR. STD. PLAN 40.r.I STAII+IA69, MY RT STA t0+H.4A ' Ri OPoIiWAY � LEJENT CONC. -3QV SHEET 8 (1WP) RNI=441.10 R81M4.126 - 5TO PLAN IN 2 CURS (i ..r HP "1.45 IE=4JSBS 12" (E) EMJ76S 2.00 � 3 EMT7.42, 12-IS) _ 'EJ+00 - J14S 1F B' Mt I.OAt :.PRIVATE IO 12 - 16'69 Yam': :yjl.g5 11+00 MM 440 VA-13+1311, a4' IT 173 1F 8• P1M.A19.45 - CUSS 5J q WM T - T - - - - T IE.4J6.00. 6• (E) - I• WATER SERNCE 441.20 _ -N I.92 SEN X-4#00, 6- (W) F11R LOT 2 PER _ _ _ _,WATE TE 63 L} I Cto "i sumadci1�.O.R. STD. PLM SEM'ER S/lIB HIW FIVE COIL S ASRANJIa 6• �4y. b 0-158*- I'OR ! J20.1 DWP) SEA 12+15 44f.95 \ PER CQR ST0. PLAN JI0.1 f0' EUENT B' IE=IJ45pt 1 _ SWT1+50.01, 17.92- LT EASEMENT O CD.RI STD. PIANR ''. LOT 2 18 LF 6' PVC 44101 1 T 1 ib• 7APPRTO TEE (k&fQ PROPOSED e I fI + O 320.f (iWP) 7,789 SF PER COOT 9 1 442.01 ( ) �9`� B'TAPPaG VALVE FWU PEPoAFABIE 4 E PRIVATE CD/5/, rroE 1 Fr.4ao PLAN 406.1 (NP) 20� W � LOT l I DRIVEWAY 4 �L =Ld RIA1mm438.21 til I g`` E-4JSoe, am (a) . 8,051 SIF 4e OVERFLOW a I" WATER SERME.FF.442.0 442.09 FOR LOT I PER A e• EW438.00 / COAL SIR PLAN EAORWEACIF s a • HI.BB J2J.I (IFP) a'E101OW ° J6 b• w. E-40o . PRN,IIE a PRIVATE 11 LF 8' ----'- - - s 8 8 18'30'E+5), `- - - -- - - - -- - - RLw43B0i e 2SJ! 6vDRAMY PMWIE 5 LF 8' CLP a SBI - `E=4.14.88, 8' (N)S.F. 10' LANDSCAPE 0 xmm N,f2, 6• (W) i PRIVATE DRAINAGE E=4355Z 8• (NE) EASNENT 042305-9422 042305-9421 PRIVATE CB/1. TFPE 1L 042305-B420 /SpLq SOIL AMENDMENTN07E ALL AREA OUTSIDE OF BUILDING FOOTPRINT TO HAVE AMENDED SOL PER C.G.R. SID PLAN 264 ON SHEET S SEE APPENDIX C2.IJ OF THE 2017 ON OF RENTON SURFACE WATER DESIGN MANUAL FOR SCL AMENDMENT DESIGN GUIDELINES a S SMH/I � SiA8+8S8S 0.88' RT y IEWQ4S4J I 8' 4' ANS) ENTER O CEIRER CF CIlN'NEL I CONNECT TO . - IX 12' a WAIERIl1M RI AGCYIRDVICE WIIN CRY 'I: l/T5 OF RENTON RET.0, LT LW A STAS+BOLOS 9.0E LT 1118' TAPPBFG TEE (M,IXFL) �8' iAPPNF9 VALVE (FIxW) _. QJ QK W/THR08 .r STD. PG Pflt C.O.R. STD. PLAN J00.1 I $ SAWCUF EXISFA'G PAVEMENT R a ' WATER AND SEWER CONNECW AND RESTORE PAME TENT AND FOCIINE PER CO.R. STANDARD = o ' i2 06 r-z R I^ sa0 97 NEW TLNC CORE'MILEOF'EN20 R Lf s�,, PROVIDE WATER TWNB SELL 042305-9419 W LID RISIOE CROP STRUCTURE STA10+4156, 57.75' LT M-442.01t 042305-90771E�.15. 12• (N'•SE) Ew4J9.70, 8• (W) ..I PRIVATE 26 LF I2• CCP a 1.81 LVC�J0.00 LVC=J0.00 N EL441.1 0 z 0 5 10 20 i I(EYNOTES. SCALE 1" = 20' 0 WTFIRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONS]R 11011 O N/A © N/A O INFILTRATION FRENCH SYSIEM M RE CONSTRUCTED UNDER SINGLE FAMILY WILDING PERMIT PER DETAIL SHEET 6 ALL IMPERNOUS TO BE ROUTED TO TRENCH (Ne). O AREA GRAIN TO FC PWWDE DOWN TURNED ELBOW IN PAYED AREAS. O PROPOSED MAILBOX LOCATION. © EXISTING MAILBOXES TO SE RELOCATED, COORDINATE WITH POSTMASTER OH 10'0 x 5' DEEP INMIRATIW DRYWELL PER DETAIL ON SHEET 9. W NOT CONNECT FOOTING DRAINS O N/A 6" NICTC 4'X4' ENARNM PAD TO BE PLACED BETWEEN SPU WATER QJ WJN AND PROPOSED B• WATER LINE, CENTERED ON CROSSING. AREA OF TRENCH WIN LESS THAN J' OF COMER TO BE SACKFILLED Q WITH COF. W Cr CL 20' PRIVATE ACCESS / OWN EASEMENT L Ii. C8 i-1 W ACCESS RIM=441 03 2 JE (NJ 12 CW 6' IE (S) 12 MP -f' CUTTER 2 '.E (E.J 6 PVC 43805 H IXI511NG.. 4f 2% FND CEMENT CHIC. CURS G O STA 10+21.88 Ti?2 OFFSET M.151T O SUBCRAOH POROUS ASPHALT OR CEMENT CWCREIE PERMOIS CONCRETE III CURB PER PLAN f01 PER C.O.R. STD. PLAN 261.10 EX)ST SSMH ( _RIM=439. 90 .� CENTER OF 6" CONC. CHANNEL AREA TO K RIM=440.9T (N.,S. & W)=430J5' PRIVATE CBjz, TYPE 1L F11IID W E(Sp6"'CMP-43` 37 W Le @( NNP-43i 7 STAfON4.4A 04 Rr PoIM41S28 e;j 02' 074 ALL CORE d4 DEDCATIM E=A17.5S 12" (W)I k OPBW E=4JT.42.r (s)I WATER 1' 8' - PROWDE SIDEWALK 12 CPP a 1.59R CONNECT TO IX. 12• Is _5M Ie E C. DRAW AT - �.43 F U _--- --- PRM41E 1 8' W/1•a0.. YANG INRUS �.-- RRI�39.0 d --------- --- -.� - .I� E.4,15.82 B R -- / ----.. 1. -- ----- �-__-_ � GRACE AT J'M _. IM LF CLASS W C/L A ACCESS . - . WWIERNAW 6•WN. CLEARANCE LID IF B•. ..... u./2• 5Ja el n- I fJN. li R is LF B•SSA PU-P RA h Ott LF 2 MIN RB&m. .45 C9 f B' s asW. PRAKIF I E Sr SM I��. 1/TE S15 .00.16•(Ili 6 �AM1J PER C.O.R.Jf0.1 6 E 032.57 E�AISOW, ) TE TYPE 1 A17+SAC2, IT Sr LT E�4JB.66, 12- E) i TE. IF.. lE. 09/4.. 1- K AU.T2, A1N24.02; 33 RT 8 'TAPPING TEE P 111E CB 1 rM IL A9+ 8S 0. RW�MJ.4J d,16.0B MJ9.22 6 TAPPING VAUE ) B =4JA52, 80 (N) PMWIE S 1 A ". 8• (W). ..7E W/RIRWT. BL 6u pRpp LCNP B' .434.448•(W 07. 7 LF SfIP+43SS s7. 7i 92 8 a 0 2.11E RE H2.0*1 EMJL7S 8' E.AT8.52, B -_ E .TO, 8• An 14+45 14+00 Encompass, ® ENGINEERING B SURVEYING 11 Western Washington Dhlsim 165 HE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone' (425) 392-0250 • Fax: (425) J91-JO55 ow what's below. Eastern Washln9lan Division 407 Swiftwater BIM. • Cie Sum, WA 98922 • Phone: (509) 674-7433 • Fax: III before you dla. (509) 674-7419 13+00 12+00 TRACT A ACCESS HORIZ. 1"=20' VERT. 11=5' O1'S; E. AfgC C WA G pP m z Wesx7.� l¢ 1 10NAL ASBUILTS D2/D5/zozl N0. RENSION 11+00 SON 1• = 20' oPam THEM tFM Ww "P' DANM VEIN 2 5/21 THEM arum NQ1 X XMW a[WI BY DATE APPR rrA u"ptl1°"n'' HIS wiesum W ACCORDANCE WITH CITY OF RENTON REd]MEWENTS szAH,ecio6. aff LT 120X80 TAPPING TEE (AIJWIL)7CEWNTB• TAPPRFG WLWE (FTxMJ) W/NRUSf BLOCpNG CQR. SC 4 PER C.0.R. STD. PLAN JW.I 14 102 s) 425 ,in 10+00 9+80 OCl TY OF REN ' RENTON Planning/Building/Public Works Dept. W' R/W 6' PLANTER 71141 22' METRIC PAVEMENT SAWCUT MST. PA"! MATCH MST. SECTION DIN UNION AWL. HE 6• HMA CUSS METE 1/2. 64-22 6" CRUSHED SURFACING AN TOW COURSE ADDITIONAL STRUCTURAL FILL MAY BE REWIRED DEPENDING ON S&L CONDITIONS CEMENT CONCRETE WITH PER CQR, STD, PLAN 101 (2) STREET TREES REQUIRED TYPICAL SECTION UNION AVE. NE W-401502 S-401502 R-401512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Q J CL i cn HUYNH SHORT PLAT az/o5/z021 Z LUA17-000855 GRADING / UTILITY / DRAINAGE 'wP N A 17597 PLAN & PROFILE w•x sm In